v>EPA
          United States
          Environmental Protection
          Agency
             Office of Research and
             Development
             Washington DC 20460
EPA/600/R -92/081
September 1993
Methods for Aquatic
Toxicity  Identification
Evaluations

Phase III Toxicity
Confirmation Procedures for
Samples Exhibiting Acute and
Chronic  Toxicity

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                                                 EPA/600/R-92/081
                                                  September 1993
          Methods for Aquatic
Toxicity Identification  Evaluations

    Phase III Toxicity  Confirmation
 Procedures  for  Samples  Exhibiting
      Acute  and Chronic Toxicity
                       by


                   D. I. Mount1
                 T. J. Norberg-King2
               With Contributions from:

                   G. T. Ankley2
                  L. P. Burkhard2
                   E. J. Durhan2
              M. K. Schubauer-Berigan1
                 M. T. Lukasewycz1
       'AScI Corporation - Contract No. 68-CO-0058
          *U.S. Environmental Protection Agency
              Previous Phase III Methods
                  by D.I. Mount
                 EPA-600/3-88/036
       National Effluent Toxicii Assessment Center
               Technical Report 02-93
           Environmental  Research Laboratory
           Office of Research and Development
          U.S. Environmental Protection Agency
                 Duluth, MN 55804
                                          Printed on Recycled Paper

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                              Disclaimer
       This  document has been reviewed in  accordance with  U.S. Environmental
Protection Agency  Policy and approved for publication.  Mention of trade names or
commercial products  does  not constitute endorsement or recommendation for use.

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                                 Foreword
        This Phase III document is the last in a series of guidance documents
intended to aid  dischargers and  their consultants in conducting  aquatic organism
toxicity  identification evaluations  (TIEs). TIEs might be required by state or federal
agencies as the result of an  enforcement action or as a condition of a National
Pollutant Discharge Elimination System (NPDES) permit. These  documents should
aid individuals in overseeing and determining the adequacy of effluent TIEs as a part
of toxicity  reduction evaluations (TREs).

        There are two major reasons to require the confirmation  procedures. First the
effluent manipulations used in  Phase I characterizations (EPA,  1988; EPA,  1991  A;
EPA,  1992) and  Phase II  identifications  (EPA,  1989A;  EPA, 1993A) might (with some
effluents) create artifacts  that might lead to erroneous conclusions about the cause
of toxicity. Therefore in Phase  III confirmation steps, manipulations  of the effluent are
avoided and/or are  minimized, therefore artifacts are  far less likely to occur. Some-
times, toxicants will  be suspected  through other approaches (such as the treatability
route) which on  their own are  not definitive and  in these instances, confirmation is
necessary. Secondly, there  is  the  probability that the substances  causing  toxicity
might change from sample to sample, from season to season or some other
periodicity.  As toxicity is  a generic measurement, measuring toxicity cannot reveal
variability of the  suspect toxicant whereas the Phase  III confirmation procedures  are
designed to  indicate the presence of variable toxicants. Obviously, this  crucial
information is essential so that remedial action may be taken to remove toxicity.

        Confirmation, whether using the procedures  described in this document or
others, should always be completed because the  risk is too great to avoid or eliminate
this step. Especially for discharges where there  is little control over the influent or for
discharge  operations that are very large or complex, the probability that different
constituents will  cause toxicity over time is great. Most of the approaches in Phase III
are applicable to chronically toxic effluents  and acutely toxic effluents.

        In this confirmation document, guidance is  included when the treatability
approach (EPA, 19898;  EPA, 1989C) is taken. Use of the treatability approach
requires confirmation as much as or more than the toxicant identification approach
(Phase II).  The reader is  encouraged to use both the acute Phase I characterization
(EPA,  1991 A)  and the chronic Phase  I characterization (EPA,  1992) documents  for
details of quality assurance/quality control  (QA/QC), health and safety, facilities and
equipment, dilution water, sampling and testing. The TIE methods are written as
general guidance rather than rigid  protocols for  conducting TIEs and these methods
should be  applicable to other  aqueous samples, such as ambient waters, sediment
elutriate or pore waters,  and leachate.s
                                       lii

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                                 Abstract
        In 1989, the guidance document for acutely toxic effluents entitled  Methods
for Aquatic Toxicity Identification Evaluations: Phase III  Toxicity Confirmation Proce-
dures was published  (EPA, 19890).  This  new Phase III manual and  its  companion
documents (EPA, 1991 A; EPA, 1992; EPA, 1993A) are intended to provide  guidance
to aid dischargers in confirming the cause  of toxicity in industrial and municipal
effluents.  The toxicity identification evaluation (TIE)  starts with a  characterization of
the effluent toxicity using aquatic organisms to track toxicity;  this step  is followed by
identifying a suspect toxicant(s) and then confirming the suspect toxicant as the cause
of toxicity.

        This Phase III  confirmation document provides greater detail and more
insight into the procedures described in the acute Phase III confirmation document
(EPA, 1989D). Procedures to confirm that all toxicants have  been correctly  identified
are given  and specific changes for methods applicable  to  chronic toxicity are  included.
Adifficult aspect of confirmation occurs when toxicants  are not additive, and  therefore
the effects of effluent matrix  affecting the toxicants  are discussed. The same basic
techniques (correlation,  symptoms,  relative species sensitivity,  spiking,  and mass
balance)  are still  used to confirm  toxicants and case examples are provided to
illustrate some of the  Phase III  procedures. Procedures  that  describe the techniques
to characterize the acute  or chronic toxicity  (EPA,  1988)  and  to identify (EPA, 1989A)
toxicants have also been rewritten (EPA, 1991 A; EPA, 1992; EPA, 1993A).
                                      IV

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                              Contents
                                                                           Page
Foreword  	     iii
Abstract	     iv
Tables	vi
Figures	vi
Acknowledgments	vii
 1.   Introduction  	1-1
 2.   Correlation  Approach 	   2-1
     2.1  Correlation	2-1
     2.2  Correlation  Problems Caused by Matrix Effects 	2-4
 3.   Symptom  Approach	3-1
 4.   Species Sensitivity Approach	4-1
 5.   Spiking Approach 	5-1
 6.   Mass Balance Approach	6-I
 7.   Deletion Approach	7-1
 8.   Additional Approaches  	    8-I
 9.   Hidden  Toxicants	9-1
10.   Conclusions	    1  o-1
11.   When the Treatability Approach Has Been  Used	11-1
12.   References	    12-1

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                                      Tables
Number                                                                Page

 6-1.    Comparison  of effluent toxicity and toxicity measured in  effluent
        fraction add-back tests	
                                      Figures
Number                                                                       Page

  2-1.   Correlation of toxic units (IDs) for an effluent and one suspect toxicant
        in a POTW effluent	2-2

  2-2.   Correlation of toxic units (TUs) for an effluent and one suspect toxicant
        in a POTW effluent when two toxicants are the cause of toxicity	2-2

  2-3.   Correlation of toxic units (TUs) for an effluent and two toxicants in a
        POTW effluent	2-3

  2-4.   Correct  (top) and incorrect (bottom)  plots of toxic units (TUs) for non-
        additive  toxicants	2-4

  2-5.   Correlation of toxic units (TUs) for a POTW effluent and  the suspect
        toxicant, nickel	2-5
                                      VI

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                         Acknowledgments
       This document presents additional information acquired since the document
entitled Methods for Aquatic Toxicity Identification Evaluations: Phase III Toxicity
Confirmation Procedures  (EPA-60013-88-036; EPA, 1989D)  was prepared by Donald
Mount and  published in  1989. This manual  reflects new information, techniques, and
suggestions made since the Phase III confirmation methods for acute toxicity  were
developed. The suggestions, techniques and cautions contained in this document are
based on a large  database generated by the  staff of the  National Effluent Toxicity
Assessment Center (NETAC) at the  U.S. Environmental Protection Agency (EPA),
Environmental Research  Laboratory, Duluth  (ERL-D),  MN. NETAC staff that provided
technical support consisted of Penny Juenemann and Shaneen Schmidt (ERL-D
staff), Joe Amato, Lara Anderson,  Steve Baker, Tim Dawson, Nola Englehorn,  Doug
Jensen, Correne Jenson,  Jim  Jenson, Elizabeth Makynen, Phil Monson,  Greg
Peterson, and Jo Thompson  (contract staff). Their collective experience has made
this document possible and  the  contributions are gratefully acknowledged. The
support through EPA's Office of Research and  Development (ORD) and  Office  of
Water made this research possible at ERL-D.
                                     Vii

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                                               Section i
                                             Introduction
        The final  confirmation phase of a toxicity identifi-
cation evaluation (TIE) consists of a group of steps
intended to confirm that the suspect cause(s) of toxicity is
correctly identified and that all the toxicity is accounted
for. Typically this confirmation step  follows experiments
from the toxicity characterization step (Phase I) and
analysis  and additional experiments conducted in  toxicity
identification (Phase II) (EPA, 1991A; EPA, 1992; EPA,
1993A). However,  there  often  may be no  identifiable
boundary between phases. In fact, all three phases might
be underway concurrently  with each  effluent sample and
depending on the results of  Phase I  characterization, the
Phase II identification,  and  Phase III  confirmation  activi-
ties might begin with the first sample evaluated. Phase III
confirmation procedures should also follow after toxi-
cants have been identified by other means or when
treatability approaches are used.  Rarely does one step or
one test conclusively prove the cause of toxicity in Phase
III. Rather, all practical approaches are used to provide
the weight of evidence that the cause of toxicity has been
identified. The various  approaches that  are often useful
in providing  that weight of evidence consist of correlation,
observation of symptoms,  relative  species  sensitivity,
spiking,  mass balance estimates  and various adjust-
ments of water quality.

        The approaches described in this document have
been  useful in TIEs at ERL-D. While the  guidance pro-
vided  in  this manual is based largely on experience with
wastewater  effluents, in general the methods discussed
are applicable to ambient waters (Norberg-King et al.,
1991) and sediment pore or elutriate water samples as
well (EPA, 1991B). However, specific modifications  of
the TIE techniques might be needed (e.g., sample vol-
ume)  when  evaluating  these other types of samples.

        Confirmation is important to  provide data to prove
that the suspect  toxicant(s) is the cause  of toxicity in a
series of samples and to assure that all other toxicants
are identified that might occur in any sample over time.
There may be a tendency to assume that toxicity is
always caused by the same constituents, and if this
assumption carries over into the data interpretation but
the assumption is false, erroneous conclusions might be
reached. That is why the correlation step (Section 2) is
accompanied by other approaches (i.e., Sections 3-9)
because each approach aids  in revealing any changes in
the toxicant(s) in the confirmation phase of the TIE.

        Seasonal trends in toxicants have been observed
in publicly owned treatment works  (POTW) effluents and
some sediment samples.  For example,  organophosphate
pesticides have been observed to  increase in  concentra-
tions  in wastewaters during  the late winter and spring
months (Norberg-King et al.,  1989). Therefore,  the  confir-
mation steps of Phase III  might need to include seasonal
samples. This effort cannot  always be pre-determined.
The presence of a different  toxicant(s) must be consid-
ered throughout the TIE,  and  when samples  are collected
over several  months the seasonality of a suspect toxicant
should be carefully  considered and studied. When  reme-
dial action requires treatment changes, one must be
certain that toxicity from specific toxicant(s) is consistently
present and  that the suspect toxicant(s) accounts for all
the toxicity.  Treatment modifications will not necessarily
result in removal of all toxicants to acceptable  concentra-
tions.  If toxicity is caused by a variety of toxicants present
at varying intervals,  the remedial actions that are practical
might differ from the remedial action required when toxic-
ity is  caused by the same constituents consistently.

        TIEs conducted at ERL-D  have shown that toxi-
cants often  are  not additive  or toxicants are  present in
ratios such that  the toxicity contribution  by one might  be
diluted out in the range of the effluent effect concentration
(e.g., LC50  orlCp value). Thus, the toxicant  present at
lower yet toxic concentrations may not be readily dis-
cerned. The  frequency of occurrence and impact on data
interpretation of either of the above cases was not ad-
dressed  previously (EPA,  1989D)  but  are now discussed
in Section 2. Toxicants that  do not express their toxicity
because of the  presence of other toxicants (either the
toxicants are non-additive or the toxicants occur in dispar-
ate ratios) are referred to as  hidden toxicants (Section 9).
Detection of hidden toxicants is one of the  most difficult
aspects of confirmation. It is a mistake to search for a
concentration of  any chemical present in the effluent at  a
toxic concentration and to declare any found as the  cause

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 of toxicity. Matrix effects of the effluent samples make
 conclusions such as these subject to error without further
 work as  either the hidden  toxicant(s) or the  principal
 toxicant(s) are  likely to be  missed using such  an ap-
 proach.

        There is a strong tendency to shorten or eliminate
 the confirmation steps because by the time Phase  III
 confirmation has been reached, the investigators might
 be convinced of the cause of toxicity and the confirmation
 steps seem  redundant. However, one cannot expect  to
 concentrate the effluent on a C18 solid phase extraction
 (SPE) column and not change a complex mixture such as
 effluents, and arrive at some false conclusions about the
 toxicants  in the earlier phases.

        Not  all  approaches discussed in  the  following
 sections  will  be  applicable to every effluent, and  addi-
 tional approaches might need to be developed during the
 TIE.  The various approaches need not be performed  in
 any  particular sequence,  and the list of possible ap-
 proaches will get larger as experience is  gained. To
 effectively evaluate effluent samples from  one  particular
 discharger to obtain a correlation, substantial calendar
 time could be required and any steps for correlation
 should  be initiated at the beginning stages  of Phase III.
 Judgement must be  made as to how many of the ap-
proaches  described in Phase III  confirmation should be
 used and how many  samples for each shauld he oarrir
 pleted.  How completely Phase III confirmation is  done will
 determine the authenticity of the outcome. The amount of
 confidence in the  results of the TIE that is required is
 dependent at least in part on the significance of the
 decision that will be based on the results. For example, if
 a suspect toxicant can be removed by  pretreatment or  by
 a  process substitution, a higher degree  of uncertainty
 may be acceptable than if an expensive treatment plant is
 to be built. Such considerations are subjective and cannot
 be reduced to a single recommended decision  making
 process with  a specified number of samples.

        Time and resources might be conserved if identi-
 fication (Phase II) and confirmation  (Phase III)  can  be
 started on the very first effluent sample used in the Phase
 I  characterization. However, this is only  possible when the
 results from the Phase I  characterization are definitive
 enough to allow the investigators to proceed  to identifica-
 tion and confirmation.  In the  acute Phase III confirmation
 document (EPA, 1989D), although perhaps not explicitly
 stated,  performing  Phase I  characterizations on several
 samples  before attempting Phases  II and III was implied.
 Initiating the Phase III  confirmation steps earlier in the TIE
 is often particularly useful. In addition, many regulatory
 agencies have adopted  a policy that  requires that the
 previous  TIE  approach be  modified. For some discharg-
 ers,  action might be required after the  first  exceedence in
 toxicity, which means  that each effluent sample collected
 for toxicity testing is of equal regulatory concern when the
 toxicity  is greater than the  permit allows. This  regulatory
practice was not in place in  1989 when the earlier TIE
guidance was available (EPA, 1989D) and at that time we
did not expect that the cause of toxicity in one sample
could be sufficiently deduced as we have been able to do.
The importance of confirmation on several samples  is not
reduced  by the importance  of conducting confirmation
steps on single samples; rather,  the cause  of toxicity for
each sample must be confirmed.

        In addition to the importance of each sample with
toxicity greater than the allowable amount specified in a
permit, a sample that is quite different from the previous
samples must be evaluated to determine  if the data point
must be included in the Phase  III correlation final data
analyses. For each effluent sample, the data points  must
be  explainable.  If one sample is quite different than  other
samples it  can cause the correlation to  be less useful;
however, if it can  be shown to have a different toxicant the
data  point  for that sample can  be eliminated from the
correlation. For example, suppose five  consecutive
samples during a Phase III evaluation exhibited toxicity
that correlated well with a suspect toxicant.  Then a  sixth
sample exhibits greater toxicity than previous samples
while the measured concentration of the suspect toxicant
is much lower than measurements on  previous samples.
In this sixth sample, the greater toxicity is thought to be
caused by a different toxicant. Now in plotting the data for
the correlation  (Section 2), the datum point for the sixth
^am^a wJJ, •?<& t/& tjmilati to 'frfe pOTte for *rrie existing
regression and could render the correlation  non-signifi-
cant. If however, when the sixth sample is then subjected
to  intensive  study  using  Phase I characterization  and
Phase II identification techniques, and  if  another toxicant
is identified (or even if Phase I only shows that the toxicity
has very different characteristics), datum for the sixth
sample can legitimately  be excluded from the correlation.
This preserves the worth of the data  for the previous five
samples. In confirmation, every  effort should be made to
determine  why a particular sample  shows different re-
sponses in the various TIE steps from other samples.

        This is not to imply that  multiple  effluent samples
need not be subjected to Phase  I manipulations, even if
Phase II and/or Phase III are initiated on  the first sample.
Most effluent samples tend to be representative of the
routine effluent discharge.  However,  determining what is
the characteristic discharge for each  effluent is important
to the final success and completeness of the TIE.

        When Phase  III is completed, all results that were
obtained during the TIE should be explainable. Unless the
results make sense for  all  samples (aside from an occa-
sional aberrant data point) something  has been missed or
is wrong. If so, the confirmation is not complete.  Many
techniques used in Phase III require keen observations
and extensive or broad  knowledge of  both chemistry and
toxicology but above all the ability to synthesize small bits
of evidence in a logical sequence is essential. This TIE
work is most effective when scientists interact daily.
                                                       1-2

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        A note of caution. If data obtained on early samples
during Phase I are to be used for Phase III purposes,
quality control will have to be suitable to provide defen-
sible data (cf., EPA, 1991A; EPA,  1992;  EPA, 1993A). In
Phases I and II, the permissibility  of using  small numbers
of animals and  replicates, and omitting measurements
such as pH, DO, and  temperature that  are required for
routine monitoring tests or single chemical tests was
discussed (EPA, 1989E; EPA, 1991 A; EPA, 1992; EPA,
1993A). These  modifications  were made to reduce cost
and allow more testing, but at this  point shortcuts must be
avoided because definitive data that constitute the basis
for important decisions are generated in  Phase III. For
Phase III testing, the  effluent  test  protocols that triggered
the TIE (EPA, 1991C; EPA, 1993B) should be  followed,
paying  careful  attention to test  conditions, replicates,
quality of test animals, representativeness  of the effluent
samples tested, and  strict QA/QC analytical procedures
including blanks and  recovery  measurements.  Analytical
work must  be selective for the identity of the toxicant and
its concentration  measurement. When small differences
in  toxicity must  be detected, concentration intervals should
be smaller to obtain partial effects (e.g.,  use dilution
factors of 0.60 or 0.65 versus 0.5). Remember,  all of the
data from Phases I and II (for either acute or chronic
toxicity) are considered preliminary relative to  Phase III
data. However, if a  suspect toxicant is identified and
Phases I and II  data  may be necessary for  confirmation,
stricter QA/QC can be applied for  each of the subsequent
Phases I and II techniques so that  the data can be used in
Phase III.

        For samples  exhibiting  chronic toxicity,  modifica-
tions  or 'changes to  some of the TIE  procedures are
required  for confirming the cause  of chronic toxicity.  Re-
member that for confirmation (as well as  for Phases I and
II), only a  single sample of effluent should be used for
each  renewal in any  chronic test (cf., EPA, 1992; EPA,
1993A). This is  important because one cannot correlate a
measured concentration of a toxicant  with the toxicity
measured in a test if  multiple samples are used for  each
renewal and the toxicant is not present in some samples
but other toxicants appear. Even  more likely, the ratios of
the toxicants, when more than one is present, might
change from sample to sample. In these instances, there
is  no valid way to calculate the toxicity of a given toxicant.
Overall, considerations for chronic toxicity tests in  Phase
III  are  not much different than  acute toxicity tests in Phase
III. At  present,  permit requirements specify the 7-d test
and unless data are gathered  to show that the 4-d and 7-
d tests yield the same results  and that the same toxicants
are involved, the 7-d test should be  used for confirmation
(cf., EPA, 1993A). If the 4-d Ceriodaphnia dubia test has
been  used instead of the 7-d C. dubia test (see EPA,
1992) during Phases I and II,  serious  consideration  should
be given  to returning to the 7-d test for Phase III.

       When identification  of the toxicant(s) causing
chronic toxicity is desired, and the effluent also exhibits
acute toxicity, it might be  possible to use acute  toxicity as
a  surrogate measure to characterize the toxicity in  Phase
I and assist in an  identification in Phase II. It must be
demonstrated that the cause of the acute toxicity is the
same  toxicant(s) as the toxicant(s)  causing the chronic
toxicity. Yet for confirmation,  use of chronic toxicity  end-
points to confirm the cause of the chronic toxicity is
strongly  recommended to avoid misleading the TIE re-
sults when using acute toxicity as a surrogate for  chronic
toxicity. As discussed in the chronic Phase I manual
(Section  5.8; EPA, 1992), effect levels for chronic tests
should be calculated using the linear interpolation  method
rather than the hypothesis test (EPA, 1992). In order to
get more  precise estimates of endpoints, test concentra-
tion intervals might have to  be  narrowed  (see above).
However, when point estimation techniques  for other than
survival endpoints (such as the inhibition concentration
(ICp); EPA, 1993B) are used, a point estimate effect
concentration  can  be estimated. The effect concentration
estimates will also  be more  accurate when intermediate
concentrations are used (i.e.,  use dilution factors of 0.6 or
0.65).
                                                      1-3

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                                                Section 2
                                        Correlation  Approach
2.1
Correlation
        The purpose of the correlation approach is to
show whether  or not there is  a consistent relationship
between the concentration of suspect toxicant(s) and
effluent  toxicity.  For the correlation approach to be useful,
the toxicity test  results with the  effluent must demonstrate
a wide  range of toxicity with several effluent samples to
provide an adequate range of effect concentrations for
the regression  analysis. For sediment samples, spatial
variability might be  used to perform correlation analyses
(EPA,  19916).

        The effluent effect concentration (i.e.,  LC50 or
ICp) data and the measured toxicant concentration data
must be transformed to toxic units  (TUs) for the regres-
sion analysis to evaluate  whether or not a linear relation-
ship exists. Effluent TUs are obtained by dividing  100%
by the effect concentration expressed in percent of the
effluent (cf., EPA, 1991A; EPA, 1992). The suspect toxi-
cant concentration  is converted to TUs by dividing the
measured toxicant concentration by the LC50 or ICp for
that toxicant (data to make this comparison might have to
be  generated; EPA, 1993A). If more than one toxicant is
present, the  concentration of each  one is divided by the
respective  LC50 or ICp value and the TUs can  then be
summed (cf.,  discussion below for non-additive toxicants).

        Most of the effluents we have tested have exhib-
ited a wide range of toxicity with several different samples
and therefore the data can be used in the correlation
approach. Typically for the correlations that we have
conducted, the data used are from toxicity tests without
any manipulations  and from chemical  measurements on
the effluent samples for the concentrations of the suspect
toxicant. However for effluents  where ammonia was the
cause of the toxicity, the  effluent toxicity.  results have not
varied in toxicity enough, nor have the ammonia concen-
trations  fluctuated enough to use the data in a correlation.
Also, when the effect concentration is greater than 1  00%,
this information  is not useful since the data  point cannot
be  included in  the  regression analysis.  However, when
samples are marginally toxic or  when the suspect toxicant
concentrations do not vary enough from sample to sample
(i.e., ammonia is cause of toxicity), changes in toxicity can
be induced by sample manipulation  (cf., EPA, 1993A) and
this toxicity data can be used to  develop a different type of
correlation. For  example, the toxicity  of a given  amount of
                                                 total ammonia can be changed  by over an order of
                                                 magnitude by altering the pH of aliquots of the  effluent
                                                 within an  acceptable physiological  range (e.g, pH 6 to 9).
                                                 For some metals and some species, the toxicity can also
                                                 be changed by adjusting the pH and using  dilution waters
                                                 of varying hardness. This type of data is useful in the
                                                 correlation step as  providing additional weight  of evi-
                                                 dence. Therefore, the idea of minimal manipulation(s)
                                                 and any risk of creating artifactual toxicity are off set by the
                                                 utility of the data.

                                                        An example of the  regression from am  effluent
                                                 from a POTW in which the suspect toxicant was diazinon
                                                 is given in Figure  2-I. The independent variable (x-axis) is
                                                 the TUs of diazinon and the dependent variable (y-axis) is
                                                 the effluent TUs. The solid line is the observed regression
                                                 line obtained from the data points, and the  dashed line is
                                                 the expected or theoretical regression  line. If there  is  1 .0
                                                 TU of the toxicant in 100% effluent, then the effluent
                                                 should have 1 .0 TU (i.e., the LC50=100%). Likewise for
                                                 2.0 TUs of suspect toxicant, the effluent TUs should be
                                                 2.0, et cetera.  Thus, the expected line has a slope of one
                                                 and an intercept of zero. In Figure 2-1, the intercept (0.19)
                                                 is not significantly  different from zero and the slope is very
                                                 close to  1  (1.05). The r2 value is 0.63 which, while not
                                                 high, indicates that the majority of the  effluent toxicity is
                                                 explained by the  concentration of the toxicant. As the r2
                                                 becomes lower, less confidence can  be placed on slope
                                                 and intercept. In a small data set such as this, one datum
                                                 point that had 5.0  TUs for the effluent toxicity lowered the
                                                 r2 value substantially. As discussed  in Section  1, if an
                                                 intensive effort had  been expended on that sixth  sample
                                                 and  another toxicant(s) had  been found,  this particular
                                                 datum point could have been excluded and the  r2 value
                                                 would have been  higher.

                                                         In  another POTW effluent,  diazinon was also the
                                                 suspect toxicant. For these  data (Figure 2-2), the  slope is
                                                 1.38, the  intercept is 1.24 and the r2 value is only 0.15,
                                                 which all indicate poor fit for diazinon as the only toxicant.
                                                 The low r2 value indicates  a large amount of scatter,
                                                 therefore  little can  be inferred from the slope and the
                                                 intercept. Based on this correlation, we  returned to Phase
                                                 II analytical procedures and identified two other organo-
                                                 phosphates  (chlorfenvinphos (CVP) and malathion).  Tox-
                                                 icity data indicated that CVP was present at toxic
                                                      2-I

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  LLJ 3

  "5
                                    r2 = 0.63
                                    slope = 1.05
                                    y-intercept = 0.19
     0123456
                  TUs of Suspect Toxicant(s)

Figure 2-1. Correlation of toxic units (TUs) for an effluent and one
          suspect toxicant in POTW effluent.
                                 slope = 1.38
                                 y-intercept = 1-24
                     Z      3       4       5       6
                   TUs of Suspect Toxicant(s)

Figure 2-2. Correlation of tox'c units  (TUs) for an effluent and cne
          suspect toxicanr  in a POTW effluent when two toxicants
          are the cause  of  toxicity.
concentrations while malathion was  no?.  After  testing
each  compound  both  separately and as a mixture, the
toxicity  from all three  chemicals was determined to  be
additive, so a new correlation was begun with analytical
measurements made  for all three chemicals. CVP and
diazinon have nearly identical LC50 values for the spe-
cies (C. dubia) used in this TIE. Malathion is  about one-
fourth as toxic as CVP or diazinon. Since the measured
concentrations of malathion were lower than its toxicity, it
was not included in  the  regression  analysis. In  a new
correlation with data  for the TUs summed for CVP and
diazinon versus the effluent TUs, the data show a much
better fit to the expected slope and intercept and a high r2
value (Figure  Z-3). Malathion TUs could also have been
included in the regression (although its contribution  to
toxicity was minimal)  because it was additive with other
toxicants.  This type of situation is discussed below.

        In addition to slope and intercept, some judge-
ment of the scatter about the  regression line  must  be
made. This can be done statistically, but when the sample
size is large,  the scatter can be very  large  and yet not
negate the relationship. A-suggested approach to avoid
the effect of sample size on the significance of scatter is
to set a lower limit  on r2. This value (often expressed  as
percent)  provides the measure of how much of the ob-
served  effluent toxicity  is  correlated to the measured
toxicant. It is not dependent on choosing the correct effect
concentration  of the toxicant. The  specific choice of the
minimum  value of r2  should  be made based upon the
consequences of the decision. It is important to recognize
that experimental error makes  an r2 value greater thgn
0.80 or 0.85 difficult to obtain. Therefore, where minimal
chance of an incorrect decision is required, an r2 value  of
nearly 0.80 may be used. Where an increased risk of an
incorrect decision (i.e., a  lesser  amount  of  the  toxicity
accounted for) is acceptable, a lower value such as 0.60
may be used.

        Since  <1 .0 TU cannot be directly measured in the
effluent, such values are, of necessity, excluded from the
regression.  (This  comment  is exclusive of the  use   of
concentrates such as  the C13 SPE fractions' where TUs of
<1.0 are possible.} However in some instances, when the
TUs based on chemical analyses are <1.0 TU and efflu-
ent effect values are <1.0 TU, the data support the validity
of the regression provided  a  suspect toxicant has been
found in several previous samples. In the correlation for
the effluent toxicity depicted in Figure 2-2, toxicity was
present in a different fraction (Phase  II  non-polar organic
identification) than where the pesticides were identified.  A
specific toxicant was  not  identified in  that fraction and
toxicity was not always measurable in that fraction. How-
ever, this additional toxicity may have  decreased the  r2
value.

        Correlation might be more  definitive when two or
more toxicants are present. For example, suppose three
toxicants  are  involved. If  each  toxicant has the same
LC50 and  each is strictly additive  with the ratio of their
concentrations remaining the same, the slope will  be the
expected  but the intercept  will be positive if all toxicants
TUs can be calculated from toxicity tests with the fractions, the
concentrate or the HPLC fractions as described in Phase II (EPA,'
1993A).
                                                       2-2

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 o
 0)
                                 f2=0.73
                                 slope = 0.82
                                 y-intercept = 0.46
     0       1.2       3       4       5       6
                  TUs of Suspect Toxicant(s)

Figure 2-3.  Correlation of toxic units (TUs) for an effluent and two
          toxicants in a POTW effluent.
are not identified. If the relative  amounts (ratios) of each
toxicant vary from sample to  sample, the slope,  intercept
and r2 will be different from the expected if only one
toxicant is identified.  If the toxicity of one of the  toxicants
is substantially different, and if the ratios of the three
toxicants vary from  sample to sample, then the slope,
intercept, and r2 value will all  be different from expected  if
all are not identified. Much can  be learned from studying
the interrelationship  of slope, intercept and the  r2 value.
For example, a high r2 value and an intercept near zero
with a slope larger than 1 can be caused by using an
effect concentration for the toxicant that is not appropriate
for the toxicant in the effluent matrix (e.g.,  suspect toxi-
cant is more toxic  in effluent  matrix than  in single chemi-
cal test). This error causes the toxicant TUs to be too few
relative to the effluent TUs (Figure 2-4) (cf., discussion
below on non-additive toxicants). If toxicant concentra-
tions and effluent toxicity show a wide distribution, a
significant correlation  will be  easier to demonstrate than
for a  narrow range.

        Great care  must be taken to  understand whether
or not toxicants are additive or if the TUs for each toxicant
are so different that only one toxicant determines the
effect level. For either situation, the resulting  data will
have to be  interpreted as though the toxicants  are non-
additive.  For example,  suppose the ratio of TUs is so
disparate that  at the effluent effect concentration, the
toxicant with fewer TUs is always present at a fraction of a
TU (e.g.,  0.25  of a TU). Whether the two toxicants are
additive or not is irrelevant  because the major toxicant will
set the effluent effect concentration. While 0.25 TUs of
the minor toxicant appear to be relatively unimportant in
view of experimental variability, this affects the regres-
sion. If in  one sample the effect concentration is 25% and
the 4 to 1  ratio  of toxicants occurs, there are 4 TUs of the
major toxicant and  1 TU  of the minor toxicant. If the
toxicant concentrations are summed, 5 TUs will be plotted
against 4 effluent TUs, and this results  in a 25% error.
When secondary toxicants  are present in concentrations
that will not contribute to the effect concentration of the
effluent, they should not  be included  in the correlation
data set. Obviously  if an effluent had several toxicants in
dissimilar  ratios, the  error of including the minor  TUs in a
correlation plot  could be large  and  may negate the corre-
lation significance. The investigator should  evaluate  the
data in regression plots to consider the  significance of the
contribution of the secondary toxicant especially if the
toxicants appear to  be additive.

        Unfortunately the minimum  fraction of a TU that is
detectable will depend on the precision of  the laboratory
performing the testing. And of course the precision of the
testing is  not only dependent on the quality of the work,
but the inherent  precision  of measuring specific toxicant
TUs. That is, the toxicity measurement for some chemi-
cals is more precise than  for some other  chemicals. In
general, a chemical such as NaCI whose  toxicity is gener-
ally not affected by  pH,  alkalinity,  hardness, total organic
carbon  (TOC),  suspended solids or  solubility, can  be
measured more precisely than a chemical whose toxicity
is affected  by these factors, such as lead or copper.
Therefore, each  laboratory must determine which frac-
tional  value of  a  TU  at  the effect  concentration is
unmeasurable,  thus  indicating which TUs contributed by
the minor  toxicant should be  deleted from the  correlation
data set.

        Clearly, if two or more toxicants are strictly non-
additive, then only the major  one (the one  present in  the
most TUs) should be included in the correlation data set.
Since additivity might be easier to measure than the
minimum  measurable contribution of a fraction  of a TU, it
may be preferable to first determine if  additivity occurs.  If
substances appear to be partially additive,  then very
careful work is  required to  properly add TUs.

        Some  very unusual  decisions are required in
accepting data into  the correlation database when  toxi-
cants are  strictly  non-additive.  For  example, consider zinc
and ammonia in the  same effluent  sample; we  have fcund
them to be strictly non-additive.  Also consider that in
some samples  zinc and ammonia occur in TU  ratios of 3
to 1 and  in other samples the ratio is 1 to 2.  In  the
regression for the 3 to 1  ratio samples, only zinc TUs
should  be plotted. In the regression for the 1 to 2 ratio
samples,  only  ammonia TUs  should be  plotted. For this
particular  example,  3 TUs for the first sample  and 2 TUs
for the second sample would be used if the data is
interpreted  correctly (i.e.,  plotting total  TUs) or 4 and 3
TUs would be used  respectively, if the  data is  interpreted
                                                       2-3

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    c
    0>
    3
                              Correct Plot
                 I       I      I      I
                 1234
                      Calculated TUs
       4  -
       1  —
                             Incorrect Plot
                 \      \
        I
  2      3
Calculated TUs
Figure 2-4. Correct (top) and incorrect (bottom) plots of toxic units
          (TUs) for non-additive toxicants.
incorrectly. The  slopes  for both plots would be 1 but a
negative intercept instead of an intercept of 0 would be
obtained for the  incorrect plot. The more similar the TUs
of each toxicant are to each other, the greater the error in
the  correlation will be.


2.2      Correlation Problems Caused by Matrix
        Effects
        Correlation  becomes much more difficult  when
the  toxicants interact with the other effluent  constituents
in ways that change their toxicity and we refer to these
changes as matrix  effects. There  are numerous  matrix
effects and all of them will not be discussed here; instead
a framework is provided to aid in designing tests or test
conditions to validly incorporate matrix effects in such a
manner that useable correlation data can be obtained.

        Matrix effects generally fit into one of two catego-
ries. One category is when the toxicants  change form in
some manner which exhibit a different toxicity.  A very
common example is ammonia which changes  from NH, to
NH,+ as pH decreases. NH,+ is so much less toxic than
NH, that it is often considered nontoxic? Another example
is HCN whose most toxic form is as un-dissociated HCN,
a form predominating at low pH values. As pH increases
the equilibrium shifts to more H* and CN-. If metals are
present, metal-cyanide complexes form which  are  often
less toxic than  HCN but metal-cyanide complexes might
vary in toxicity depending  on the metal. For example, iron-
cyanide complexes are much less toxic than some of the
other metal complexes. Metal-cyanide complexes might
also photodecompose  in sunlight releasing  HCN or H*
and CN-, depending on pH.

        A second category of matrix effects involves such
physical changes as sorption or binding  in some  manner
so as to make the  toxicant unavailable to the organism.
For example,  non-polar  organics  sorb onto suspended
solids, and some metals, such as copper, also sorb onto
suspended solids.  The  presence of organic matter  on
suspended solids  might  increase  the sorbtive capacity.
Predictably, changes in water chemistry often change  the
sorption/solution equilibrium and thereby, change the por-
tion of total toxicant that is available to the organism.

        To further  complicate matters, biological  charac-
teristics of the  test  organisms might change the availabil-
ity of the same toxicant form.  For example  a non-polar
organic  sorbed on  suspended solids such  as bacterial
cells,  might be  unavailable to a fish but readily available to
daphnids because  cells might be ingested and digested
by daphnids. The uptake  route then is through the diges-
tive tract but the toxicant has entered the body none-the-
less.

        From the above discussion, it is obvious that one
method of correlation will not  be applicable for all toxi-
cants. A temptation may  be to remove the toxicant from
the effluent and then  use the effluent as a diluent to
measure toxicity. However, because effluents are so com-
plex and undefined, there is virtually no  way to remove
one or a few constituents  and still be certain other charac-
teristics have  not  been  changed.  For example, zeolite
removes ammonia but  it also removes some metals and
non-polar organics; the C1fl resin removes metals as well
as  non-polar organics; ion exchange  columns  remove
ionized  constituents, but  non-polar organics  also are  re-
tained by the columns. Toxicant removal procedures have
utility but require very  complicated simultaneous testing
of the effluent and proper blanks  (cf., EPA,  1992;  EPA,
                                   2See specific discussion in Section 3, Phase II (EPA, 1993A).
                                                     2-4

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1993A) is necessary to properly interpret results (cf.,
Section 9 on hidden toxicants).

        In  Phase  III, quantitative comparisons  are  being
made between toxicity and  concentrations of toxicants
rather than qualitative comparisons as in Phases  I and  II
(EPA, 1991A; EPA, 1992; EPA, 1993A).  In the correlation
approach, such comparisons are the essence of the
technique. Therefore even small changes in form or avail-
ability  might be  unacceptable. This means that  manipula-
tions and changes must be minimized when effluent
toxicity and toxicant concentrations are to be compared.

        Solvent extraction, so commonly used for organic
analyses, is  likely to extract biologically unavailable or-
ganics as well as soluble forms. The total measured
concentration may be larger than the  true exposure con-
centration.  Use of the C SPE column also is not free
from problems as the C18 SPE column  is a finer filter than
the glass fiber filters commonly used for pre-column
filtration. Therefore solids are likely to be physically  re-
tained  on the upper part of the column. When the column
is eluted with methanol, the  methanol extracts toxicant(s)
from the solids (which might  not be biologically available)
as well as elutes the C18 sorbent itself. For Phases I and
II, this might  be unimportant,  but for the Phase III  correla-
tion step where careful quantitative comparison  is neces-
sary,  the effect might be unacceptable.  Such problems
probably reach a maximum when working with samples
such  as highly  organic sediment pore water (with high
organic characteristics) where much of the chemical might
be  biologically  unavailable.

        The  central problem for either type of matrix
effect is the difficulty of analytically measuring the biologi-
cally available portion of the specific toxic form. A correla-
tion for a POTW effluent where for nickel was suspected
of causing the toxicity is shown in Figure 2-5. During
Phase I, the acute toxicity was removed with EDTA
additions, and  in Phase  II the nickel was measured at
toxic concentrations to C. dubia.  The toxicity correlated
very well with total nickel concentration  (r2 = 0.89 and a
slope of 1 .17)  and  it appeared that only  nickel seems to
be involved.  But the intercept of -12.34 is quite different
from the expected zero. Such an intercept would  be
expected if there were a  relatively fixed amount  of nickel
which was not biologically available in  all  samples. In this
example, because all other  confirmation data corrobo-
rated nickel as the toxicant,  a constant concentration of
nontoxic nickel  was thought to provide the explanation for
the unexpected intercept value.  However,  there is  no
obvious reason to think  that the quantity,  or even the
percentage of total toxicant,  is the same across samples
for other toxicants, or for  nickel in other matrices.

        For the effluent samples that lose their toxicity in
a short time, the nontoxic effluent can be used for  the
suspect toxicant(s) tests as a diluent in parallel tests
using a standard dilution  water to elucidate matrix effects
on toxicity.  Toxicity test  results with quite different toxicity
would  reflect  matrix effects. If toxicity is persistent, devel-
    50
    40
    30
  _

  UJ
    20
    10
          Observed

         Theoretical
r2 = 0.89
slope = 1.17

y-intercept = -12.34
               10        20       30       40
                  TUs of Suspect Toxicant (Nickel)
                50
Figure 2-5. Correlation of toxic units (TUs) for a  POTW effluent and
          the suspect toxicant, nickel.
oping two separate correlations using pure chepiical addi-
tions on two different  effluent samples, each with sub-
stantially different toxicant concentrations,  might be useful.
If the toxicity test results indicate that the biologically
unavailable portion changes with measured concentra-
tions, the slope should be different than one. This ap-
proach  requires careful work and the  investigator must
consider incorporating  equilibrium  time  experiments  (cf.,
EPA, 1993 A).

        Metals can be especially difficult toxicants to
implicate using correlation because the toxicity of metals
is typically very  matrix dependent.  When the knowledge
of these characteristics  is extensive for a chemical, as it is
with ammonia (see Phase II), testing can be tailored to
the chemical and a very powerful correlation obtained.
The large amount of available information on ammonia
does not exist for most  metals. In these instances, the
logic  pattern  should  to be reversed where  the approach
has to become: if x ;s the toxicant, what are the matrix
effects?. These can be found by pure chemical testing
combined with Phases I or  II  manipulations. Once an
adequate understanding of matrix effects is  obtained, the
information can  be used to answer the question: Is the
effluent toxicant behavior consistent with the matrix ef-
fects  for the  suspect toxicant?

        Matrix effects will have varying impacts on toxi-
cant behavior that also  depends on  the effluent effect
concentration. For effluents which  have effect concentra-
tions in the <10% range, the test solutions will more
closely resemble  the diluent water  matrix than the efflu-
ent. If the effluent has effect concentrations in the 50% to
100% range, the matrix effects of the test solution will
most likely resemble  those of the effluent, not of the
dilution  water.  Since effluent TUs are calculated  from
                                                      2-5

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responses occurring  in the dilution  near the effect con-
centration, the matrix  characteristics  of that concentration
are of the  most concern for correlation.  Thus the impor-
tance of the effluent matrix effects diminishes as the
toxicity of the effluent  is greater (i.e., matrix at effect level
is more like dilution water).

        One can safely say that the difficulty of simulating
the matrix effects with a simulated effluent is quite large
so that the choice is clearly to  use the actual  effluent
when possible. An important reason for this choice is that
so few  matrix effects  have been  studied extensively, and
beyond  pH and  hardness  little data exists. Even then the
interrelationship  between pH, alkalinity and hardness  were
often  ignored.

        The above  discussion does not provide all of the
options on  how to handle matrix effects. However, it
should provide convincing evidence that more than the
correlation  step  alone  is necessary  to  provide  adequate
confirmation!

        In  summary, the TIE  research experience  has
revealed two major areas of potential  problems in  using
the correlation approach. The lack  of additivity for toxi-
cants found  in effluents requires careful analysis  when
calculating  TUs for regression purposes. Secondly,  when
there are matrix effects, correlation  becomes  difficult be-
cause the  effluent matrix might change from sample to
sample and  because there are no analyses specific for
the toxic forms. For such effluents, other confirmation
techniques should be  used more extensively to  better
support the overall confirmatory efforts.
                                                       2-6

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                                             Section 3
                                      Symptom  Approach
        Different chemicals may produce similar or very
different symptoms in a test species. Probably  no  symp-
tom of intoxication is unique to only  one chemical.  There-
fore, while similar symptoms observed between two
samples means the toxicant(s) could be the same or
different, different symptoms means the toxicant(s) is
definitely different, or there are multiple toxicants in the
two samples. By observing the symptoms displayed by
the test organisms in the effluent and comparing them to
the symptoms displayed by test organisms  exposed to
the suspect toxicants, failure to display the same  symp-
toms means the suspect toxicant(s) is probably not the
true one or the only one.

        Behavior of most test species is difficult  to put
into words so that a clear image of behavior  is obtained.
Behavioral and morphological changes of 30-d old fathead
minnows (Pimephales promelas) were used as diagnos-
tic endpoints in 96 h flow-through  single chemical tests.
Organic chemicals of various modes  of action  were tested
and video recordings were used  to monitor the behav-
ioral  response (Drummond et  al., 1986; Drummond  and
Russom, 1990). Substances  within a  single  chemical
classification did  not necessarily cause the same type of
response (Drummond and  Russom,  1990).  Therefore, it
is  difficult to predict chemical  classification using behav-
ioral  monitoring alone.

        This type of behavioral monitoring data does not
exist for the cladocerans or the newly hatched fathead
minnows or other species that are most frequently used
in  the TIE process. However, noting various symptoms is
useful in the TIE. This is done by simply exposing the  test
species to  the suspect  toxicant(s) and observing how
they react.  By the time confirmation is initiated, toxicity
tests with the suspect toxicants will have been conducted
using pure  compounds and symptoms may have been
observed. It is important  to note the symptoms observed
during  all testing because such characteristics can be
very  helpful in confirmatory work.

        The intensity of exposure concentrations might
change the symptoms observed with the suspect toxicant
in the  effluent. Therefore, it  is important to compare
symptoms at  concentrations that require about  the same
period  of onset.  This can be done  by  comparing  symp-
toms at exposure  concentrations that have similar TUs. In
this way both the unknown (sample) and the known
toxicants (pure compound) can be set at the same toxicity
level.

        Observations  of the organisms should not be
delayed until the normal length of the test has  elapsed.
With some toxicants, the test organisms will show distinc-
tive symptoms soon after the  exposure begins,  whereas
later,  symptoms are often  more generalized and  less
helpful.  For some  other toxicants, a sequence of different
symptom types are displayed by the test organism over
the exposure period and the sequence  may be more
definitive for a given  chemical  than the individual symp-
toms.  In few cases will the symptoms be unique enough
to specifically identify the toxicant, but symptoms different
from those  caused by the pure suspect toxicant are
convincing evidence that the suspect toxicant is not the
true or only one.

        A second  caution is  needed regarding  mixtures of
toxicants. Mixtures of toxicants can produce symptoms in
test animals  different from the symptoms of the individual
toxicants comprising the mixture. When more than one
toxicant  is involved, the investigator must not only include
all the toxicants, but include them in the  same ratio as
measured in the effluent. Often  the toxicant of the mixture
at the highest concentration relative to  its  effect concen-
tration will cause  most of the  symptoms. As for single
toxicants, the mixture concentration causing the same
endpoint in  a similar  exposure period should be com-
pared. Spiking effluent with the suspect  toxicants and
comparing the results  of the spiked effluent sample and
the unspiked effluent sample toxicity tests,  both near their
effect concentrations,  is a good approach to take (Sec-
tion 5).

        Symptoms caused by the toxicant(s) might be
quite  different among different species  of organisms;
therefore the use of two or more species provides in-
creased defmitiveness  of the observations. For both  spe-
cies,  the researcher must compare symptoms  at
concentrations that are equitoxic. The  greater the differ-
ence in  sensitivity, the  more important this  becomes, The
chemical concentration is unimportant; the  important  con-
sideration is that equitoxic concentrations  are compared.
                                                    3-I

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Suppose, for example, species A and B have LC50
values for a suspect toxicant of 1  and 80 mg/l. Then
concentrations of 2 and 160 mg/l may be used to com-
pare symptoms of species A and B, respectively. If the
onset of symptoms is rapid,  then perhaps  1.25 and 100
mg/l(1.25xLC50) should be tried. Since symptoms vary
with the exposure intensity, using  various multiples of the
LC50 (i.e., 0.5, 1, 2x) can add additional  confirmation
data, if the same set of symptoms  are seen in both series.
If more than one toxicant is involved, and the ratio of the
two  species'  LC50 values for toxicant A is  markedly
different than for toxicant B, C, D,  . . . . then the definitive-
ness of using symptoms is even  greater.

       For acute toxicity, time-to-mortality at equitoxic
concentrations can be used  as a symptom type of test.
Some chemicals  cause mortality quickly and some cause
mortality slowly. If for two  effluent samples, toxicity is
expressed quickly for one and for the other very slowly,
the toxicants are  probably not  the same.

        In chronic testing, use of symptoms is also appli-
cable.  For example, adult  mortality, number of young/
female, death of  young at birth, growth retardation,  abor-
tion, or time to  onset of symptoms, all can  also  be
monitored and such observations may be useful. The
shape of the dose response  curve may also be a determi-
nant in assisting in  confirmation. Some chemicals  show
an  all or none type  of response (diazinon) while others
(i.e.. NaCI) display a  relatively  flat concentration-response
slope for chronic toxicity.
                                                    3-2

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                                                Section 4
                                  Species Sensitivity Approach
        The effect concentrations can be compared for
the effluent of concern and the suspect  toxicants, using
species of different sensitivities. If the suspect toxicant(s)
is the true one(s), the effect levels of effluent samples
with different toxicity to one species will have the same
ratio as for a second species of different sensitivity. Also
the ratio for each species should be the same as for
known concentrations of the  pure  toxicant. The  same
ratio of effect values for two species implies the  same
toxicant in both samples of effluent. Obtaining the same
effluent toxicity  ratio among  various effluent samples for
each species as is obtained by exposure to comparable
concentrations of known toxicants,  implies  that the sus-
pect toxicants are the actual ones present. However, if
other effluent characteristics affect toxicity and if they
vary, the ratios  could also  be affected.

        The common notion  that goldfish are resistant to
most toxicants and trout are sensitive to most toxicants  is
not readily substantiated (AQUIRE,  1992). Many species
are more sensitive to  certain groups  of toxicants than
trout. Of course, there are generalizations that can be
made. For example,  sunfish (Centrarchids),  frequently
are much more resistant to metals than goldfish, min-
nows,  and  daphnids  (AQUIRE, 1992).  Daphnids tend to
be more resistant to  chlorinated hydrocarbon insecticides
than many fish  species and more sensitive to organo-
phosphate  insecticides (AQUIRE,  1992).  These  differ-
ences  must  always be verified for the  suspect toxicants;
generalities  can only be used as an  initial guide to
species selection. Sensitivity differences of 1  0-i OOx may
occur in some  chemical  groups and not in others.  If
several toxicants are involved,  interpreting the results
and designing the ancillary  experiments is  more difficult.
If successful, the power of the result for multiple toxicants
is much greater  than for a single toxicant. The difference
in sensitivity between Ceriodaphnia and fathead min-
nows has, on several occasions, revealed either a change
in the  suspect toxicants present in a  series  of effluent
samples, or the  presence of other toxicants in  addition to
those  suspected.
        Comparison of sensitivity among  species  has
another very important use. Some species may evidence
toxicity from an effluent constituent that the TIE test
species did not. If this happens, then the above compari-
son will be confused, but at least there will be a warning
that the suspect toxicant may not be the cause of toxicity.
In order to determine what is happening, the investigator
should step back to Phase II, and possibly step back to
Phase I to characterize the additional toxicant and then
identify the toxicant using the new species. A second
Phase III  effort might be necessary for this toxicant and
species. It is important  not to assume that th* resident
species have the same sensitivity as the TIE test species.
Especially for freshwater  discharges into saltwater this
concern is critical when a saltwater organism triggered
the TIE, because at present the techniques and proce-
dures described in Phases I and II are most likely to be
done using freshwater  organisms especially since the
effluent is freshwater. If  the concern is for marine organ-
isms and their protection cannot be assumed (cf.,  Section
8, Phase I; EPA, 1991A), confirmation must be conducted
with  marine organisms.

        In chronic testing, chemical and physical condi-
tions might differ more among tests  on different species
because food must be provided during the test period and
different foods are used for each species. For example,
the final pH of fathead minnow 7-d tests might be lower
than in  acute fathead minnow tests and both are likely to
be lower than in Ceriodaphnia chronic tests due to greater
respiration rates for fish than cladocerans and food in fish
tests. If the investigation was to confirm ammonia toxicity,
this pH difference could result in confusing results by
showing the Ceriodaphnia  to be more sensitive than  the
fathead minnows when the reverse  should be true (cf.,
EPA, 1993A;  Phase II). The above example illustrates
reasons to maintain careful quality control in Phase III
work.
                                                     4-I

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                                               Section 5
                                         Spiking Approach
        In  spiking experiments, the concentration of the
suspect toxicant(s) is increased in the effluent sample
and then toxicity is measured to see whether toxicity is
increased  in proportion to the increase  in concentration.
While not  conclusive, if  toxicity increases  proportionally
to an increase  in concentration, considerable confidence
is gained about the true toxicant( Two principles form
the basis for this added confidence. To get a proportional
increase  in toxicity from the  addition of the suspect
toxicant when it is in fact not the true toxicant, both  the
true and suspect toxicants would to have 1) very similar
toxicity and 2)  to be strictly additive. The probability of
both of these coinciding by chance is small.

        Removing the suspect toxicants from the effluent
without removing other constituents or in some way
altering  the effluent is usually not  possible.  The inability
to do this  makes the task of establishing the true toxicity
of the suspect toxicants in the effluent difficult. For many
toxicants, effluent characteristics,  such as TOC, sus-
pended  solids, or hardness, affect  the toxicity of a  given
concentration, Some characteristics, such as  hardness,
can be  duplicated in a  dilution water, but certainly  not
TOC or suspended solids because  there are many types
of TOC and  suspended solids, and generic  measure-
ments do not distinguish among the different  types.  For
example,  effluent TOC  occurs as both dissolved and
suspended solids.  In POTW effluents, the source of the
TOC is  likely to be largely from biological sources, both
plant and animal (e.g., bacteria) and bacteria are likely to
make up a large component of suspended solids. If there
have  been recent storms, oily materials from stormwater
runoff might be  high. Simulating TOCs from such variable
sources is  next to impossible because TOC  is not  solely
the result of man-made organic  chemicals. For sus-
pended  solids,  shape, porosity, surface-to-volume ratio,
charge and organic content (all or  any), will  impact sorp-
tion characteristics.  None of these qualities  are  mea-
sured by the standard methods for measuring suspended
solids nor can they be reproduced in a simulated effluent.

        In  a simple  system,  such as reconstituted soft
water, it is reasonable to expect that for most chemicals a
doubling of the chemical concentration will double the
toxicity, at  least in the effect  concentration range. If the
solubility of the  toxicant is being approached or there are
effects from  water characteristics  such as  suspended
solids, then the toxicity might not double or conceivably
could more than double. For example,  if a chemical with a
large n-octanol/water partition coefficient (log P) is largely
sorbed on  solids,  doubling the total concentration might
more than  double  the toxicity because the  added chemi-
cal might remain in solution. Another important issue is
that  equilibrium might not be established during the entire
test  period and is probably unlikely to occur before the
test  organisms are added. For example,  in our TIE re-
search, we found  various surfactants  sorb to solids  and
can  be removed by filtration (Ankley et al.,  1998). In these
experiments, however, filtration failed to remove surfac-
tants immediately after they were spiked in an effluent but
surfactants were removed after a few days equilibrium
time. Other chemicals are likely to show similar behavior
in regard to equilibrium  time.

        If several  toxicants are involved,  then their inter-
action (additivity, independent action, synergism)  must be
measured or otherwise  included in  the confirmation pro-
cess (cf., Section  2). Since  ratios might be as  important
as concentration,  the  best way to spike  when multiple
toxicants  are  involved is to increase each  toxicant by the
same number of TUs (e.g., by doubling each). In this way
the ratios of the toxicities  remain  constant.

       The fact that two or more toxicants fail to show
additivity  is useful  evidence  in  confirmation. Interpreting
spiking data  might require a very high level of compe-
tence in  both toxicology  and chemistry;  otherwise  the
data could be very misleading. Using more than one
species of  differing sensitivity is effective  in adding confi-
dence to the results. When matrix effects are compli-
cated, other types of spiking can be done to reduce the
effects of the effluent matrix characteristics. If a  method
exists for removing the toxicants  from the effluent, such
as the C  SPE procedures (EPA, 1993A), the extracts or
methanol fractions can  be spiked with pure chemicals in
addition to  spiking effluent, using the  same principles as
described for effluents.  The advantage in this  approach is
that  matrix  characteristics  such  as suspended solids  and
TOC will be absent or much reduced and will not affect
spiking experiments as much. The disadvantage is that
proof that the extracts or fractions contain the true toxi-
cants must be generated. Some approaches  for doing
                                                      5-1

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this are given in Section 6. The  use of the spiking ap-
proach is especially applicable to fractions from the C18
SPE  column or the  high performance liquid chromatogra-
phy  (HPLC) column used  for the isolation of non-polar
organics. In these procedures,  the  constituents are sepa-
rated from much of the TOC, suspended solids  and
hardness, so that spiked additions might be strictly addi-
tive where they  might not  be in the effluent. Suggestions
and precautions about ratios and all other  previously
discussed concerns apply here too. In addition,  concerns
about the methanol percentages in the toxicity tests, the
amount of SPE or HPLC eluate required  for  the toxicity
tests and  the  issue of toxicity  enhancement by  methanol
must be considered  in order to generate the  appropriate
toxicity data. Spiking the methanol fractions with suspect
toxicants, however,  does  not provide the same confi-
dence about the cause of toxicity in the effluent as spiking
the effluent directly. The  mass balance  approach de-
scribed in Section 6 could be coupled with spiking the
effluent with a portion  of the fractions to make the data
more relevant  to whole effluent toxicity.

        For chronic testing  spiking a portion of the metha-
nol fractions,  such as C18  SPE methanol fractions into
dilution water to  mimic  the  effluent, requires some special
considerations  as discussed in  the  chronic  Phase I (EPA,
1992) and the new Phase  II (EPA, 1993A). For any test
species, the  effects of the methanol at the effluent spiking
concentration for the test species  must either be essen-
tially non-existent or clearly established so that proper
interpretation  is applied. The use of spiking  for chronic
toxicants of the  methanol fractions is not  as easy as the
spiking for acute toxicants due to the limitations in the
quantity of methanol  that would be added  with each
fraction for the toxicity test. If the chronic toxicity effect
level is around or <25% effluent and the  highest fraction
tested is 4x  higher than the chronic effect level,  add-back
tests can  be conducted similar to the acute add-backs but
the quantity of methanol  required for the testing and
analysis must  be considered (cf., Section 2; EPA, 1993A).
As discussed  in Phase II,  once a suspect toxicant has
been tentatively identified, the  steps of confirmation should
be started although sample volumes  of methanol eluates
might limit the amount of testing (see Phase II,  Section 2;
EPA, 1993A) with chronically toxic samples. Spiking  of
appropriate levels for chronic  toxicity  for single  chemicals
(or mixtures) is limited as sublethal data are not as
plentiful as acute data.  The acute toxicity of some chemi-
cals  might be altered by methanol  (i.e., surfactants). The
possibility that this is occurring must be checked and a
correction applied if warranted. Spiking fractions also has
applicability for hidden  toxicants; refer to Section 9 for
further details.

        Spiking can also  be  done effectively  when the
suspect toxicant(s)  of concern  can be removed. However,
since other toxicants might also be removed, the data
must be carefully  interpreted. Ammonia is  a  good ex-
ample (cf., Phase  II; EPA,  1993A) to use with  this tech-
nique where one toxicant can  be removed. Ammonia can
be removed  from  the effluent by passing samples over
the zeolite resin, after which the concentration  can be
restored in the post-zeolite  effluent by the addition  of
ammonia. If toxicity is also restored, then it is likely that
there is sufficient ammonia to  cause the toxicity observed.
However,  it  cannot be  concluded from these data atone,
that ammonia is the cause  of toxicity because the zeolite
can also remove substances other than ammonia. An-
other  substance  which  is non-additive with  ammonia yet
present at a lesser or the same number of TUs could
cause the initial effluent  toxicity but not be discernable by
this removal  technique. This  is an example of a hidden
toxicant (see Section  9). For acute  toxicity, zinc could
behave exactly this way because  it  is non-additive with
ammonia yet zinc is also removed by zeolite. Using other
ammonia removal methods,  such  as high pH stripping,
followed by spiking to the initial ammonia concentration
will enhance confidence that a hidden toxicant is not
present. Other examples  involving the C18 SPE column
and various ion  exchange  resins would be approached
and  interpreted similarly.
                                                      5-2

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                                                Section 6
                                     Mass  Balance  Approach
        This approach is applicable only to those situa-
tions in which the toxicant(s) can be removed from the
effluent and recovered in subsequent manipulation steps.
The objective is to account for all toxicity to assure that
small amounts of toxicity are not being lost.  This concern
is partly covered by the correlation approach  (Section 2);
however, a totally different toxicant present at a small
concentration could appear  as  experimental variability in
the correlation and go unnoticed.

        The  mass balance concept is best described by
illustration for acutely toxic effluents and the C18 SPE
fractions. As described in Phase  II (Section  2.2.7;  EPA,
1993A) for acutely toxic  effluents, the effluent has  been
passed over  a C   SPE column which is then eluted with
the methanol/wafer fractions.  After the toxicity tests on
the individual fractions are completed,  add-back tests
can be initiated to determine whether all of the toxicity in
the original sample was  accounted for in the SPE frac-
tions. For this step, there are  three  separate tests (with
dilutions and replicates to calculate effect endpoints) that
must be conducted which consist of the all-fraction test,
the toxic-fraction test, and the  nontoxic-fraction test. As-
suming a complete recovery of all  non-polar organics
from the  SPE column, this should yield a solution  of non-
polar organic compounds equal to  the  original  sample
concentrations,  In the mass  balance approach, these
add-back tests are  conducted using an aliquot of the
effluent that has  passed through the C18 SPE column
(post-SPE column  nontoxic effluent) or an aliquot of
dilution water. Each toxic fraction is added back to the
post-SPE column effluent, so that each is present at
original effluent concentrations (i.e., Ix effluent concen-
tration). For example for  acutely toxic effluents,  the  toxic-
fraction  test solution  is  prepared using  methanol
concentrations as described  in  Phase  II  (i.e., Section
2.2.7;  EPA,  1993A)  and for each fraction where toxicity
was observed in the  fraction toxicity test,  30 nl of each is
added to the same 10 ml of nontoxic post-C,,  SPE
column effluent (or dilution  water). A portion of each of
the remaining fractions where toxicity was not demon-
strated are  now  added  to  a  second post-SPE  column
aliquot at effluent  concentrations  for the  nontoxic-fraction
test. Finally  portions of  all  the fractions (e.g., n=  8 for
acutely toxic effluents) are added to a third post-SPE
columm aliquot at  effluent concentrations for the  all-frac-
tion test. If all the toxicity is exhibited  in the toxic-fraction
test,  then the all-fraction test results and the toxic-fraction
test  results should be the same as in the unaltered
effluent.  Results from the nontoxic-fraction test should
indicate that no toxicity is  present.  This mass balance (or
add-back) approach allows the researcher to ascertain
whether or not the toxicity in the toxic-fraction  test equals
the effluent toxicity. Small amounts of toxicity can be
undetectable in the toxic-fractions when tested separately
or the toxicant(s) might not have been eluted from the C18
SPE columns.  Unless mass  balance experiments are
conducted, such loss of toxicity might not  be detected.  In
the effluent example discussed in  Section 2, the toxicity
was contained usually in the  75%, 80%, and 85% frac-
tions and occasionally in  the 70% fraction! The revalue,
slope, and intercept were all close to the expected values
if two toxicants (diazinon and CVP) were  causing the
effluent toxicity  (Figure 2-3). However, in Table 6-I the
results of mass balance tests  indicate that toxicity from
the all-fraction test was greater than the toxicity of the
toxic-fraction test. While  this  difference  is small, it did
seem to  be  real and was attributed to a small amount of
another toxicant  in the 70% fraction. In 11 of 12 samples,
the results from the all-fraction tests indicate there  was
greater toxicity than was found in the toxic-fraction tests.
On the few occasions when the 70% fraction was toxic, it
did not contain any of the  three suspect toxicants. Without
the mass balance data, consistent presence of the addi-
tional toxicant  would not have  been  discovered.

        At the stage where the toxic-fractions  have been
identified, the test of the fractions in  a mass-balance test
is  highly  desirable. For chronic toxicity testing, the amount
of eluate available might be limited following  the fraction
toxicity tests. Using eluate for the add-back tests might  be
a trade-off between tracking toxicity and having  sufficient
eluate  to  concentrate for  further analysis. This limits the
add-back tests broad applicability for chronic toxicity Tl Es
unless the effluent is toxic enough that  at 4x the chronic
effect level, the methanol concentrations  do  not exceed
^During development of the non-polar organic procedures, various
 elution profiles were used that included the 70% methanol/water
 fraction.
                                                       6-I

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Table 6-1.  Comparison of Eff luent Toxicity and Toxicity Measured in
          Effluent Fraction Add-back Tests
Sample
12/03/87
01/12/88
01/13/88
02/03/88-!'
02/03/88- 1 1
03/03/88-I"
03/03/88-M
03/23/88-I
03/23/88-H
04/28/88
05/17/88
05/17/88

Effluent
1.18
2.00
1.93
cl .00
2.00
1.15
1.33
3.70
2.86
2.27
2.27
2.27
Toxic Units (TUs)
All-fractions
1.64
2.94
2.86
1.15
1.75
1.06
1.52
3.03
2.86
1.72
2.04
1.67

Toxic-fractions
1.43
3.13
2.53
<1 .00
1.64
<1.00
1.13
2.86
2.44
1.64
2.00
1.59
 Mean
              2.13
                            2.18
                                           2.00
"Values excluded from mean calculations due to less than values.
the organisms tolerance. For chronically toxic samples,
the all-fraction add-back test with C. dubia is not  possible
due to high methanol concentrations in test cups unless
chronic toxicity is below 25% and add-backs are done
using 25% effluent as the high test concentration (cf.,
Phase II; EPA, 1993A). The data from the individual
methanol/water  tests may  be summed; however  this ap-
proach must  be considered more tentative than add-back
tests (see below).

       A deficiency in the  above approach to mass
balance is that there can be some toxicity in the post-SPE
column effluent which has not been removed by the C18
SPE but which is not present in concentrations  high
enough to detect. The above mass  balance approach
alone will not identify this. However, if the add-back tests
described above  are repeated using a standard dilution
water,  residual toxicity in the post-SPE column effluent
should cause the  toxic-fraction test and all-fraction test to
show more toxicity when added to the post-SPE column
effluent than when added to  dilution water. A confounding
effect of this approach is that if the toxicity is changed by
matrix effects (suspended solids or TOC), then the toxic-
ity will be different in the clean water test.  Matrix effects
can be discerned, in part, by a third spiking experiment
where a portion  of all of the fractions and a portion of  each
toxic-fraction test are spiked into whole filtered  effluent
(which has not passed  through the C18 SPE column).  If
the addback tests  in dilution water indicates greater toxic-
ity than the addback tests with the post-SPE column
effluent,  and the same type of addback test experiment
with filtered  effluent (i.e.,  lum filter) indicate that the
fractions are exactly additive, then matrix effects are
indicated.
        Some post-SPE column effluent samples develop
fungal  or bacterial growth  or perhaps  a precipitate forms
after the effluent passes through the  column. For the
fungal type of growth, this  is thought to occur when some
methanol bleeds into the effluent as it  passes through the
column and more rinsing  will not eliminate this problem.
Some  effluents consistently develop this type of growth in
the post-column effluent while others  exhibit this pattern
in only an  occasional sample. To alleviate this  problem,
conditioning the column with  acetonitrile has helped  (cf.,
the acute  Phase I (EPA, 1991 A) and chronic Phase I
(EPA,  1992) for details).  When  methanol fractions are
spiked into  the effluent this problem might or might not be
enhanced;  we  have found  this  to be  an  effluent-specific
occurrence.

        Caution is  warranted  in  situations where toxicity
is contained in more than one  SPE fraction. The re-
searcher should not necessarily expect the toxicity ex-
pressed by  each individual  fraction  that  is tested  separately
to add up to the total effluent toxicity.  First, toxicants may
not be additive and second, some toxicity which cannot
be detected in  individual fractions may add to  the whole
toxicity. For example, any one C18 SPE fraction may not
show toxicity but  may contain some of the toxicant th§t is
in the  adjacent toxic-fraction.  In this case, the  toxicity of
the toxic-fraction test would be less than expected. If this
happens in  more than one  pair of fractions, the sum of the
toxicity from the toxic-fraction test will be less than the
effluent toxicity  or all-fraction test. These concerns  are
especially  important when  several toxicants are  involved
and one or more occur in  more than one fraction.

        For effluents where triallSPE column is not
used, but where the toxicants can fae removed from the
sample, the same objectives should  be achievable, but
the methods will  be different.  For example, if an  effluent
appears to contain  a volatile  toxicant,  the mass balance
could be done on the trap and  on the purged sample.
Since we have not yet done  mass balance on samples
such as these we have no experience  from which to offer
additional guidance or advice.

        Some of the mass balance  process  begins in
Phase  II, and there is a subtle difference in the purpose of
mass balances in Phases II and  III. In Phase  II, usually
only a few samples are used and mass balances  are
necessary to determine the need for more  identification in
those few samples. The mass balance is  useful in early
stages of Phase  II as well  before toxicants are  identified
at all, because it allows the investigator to decide if the
toxicants present at 2x or 4x whole effluent concentra-
tions are also  expressing toxicity at lower  concentrations.

        In  Phase III as many samples are tested, the
mass  balance approach  can provide information over
time with many  samples whether or not the suspect
toxicants consistently account for all or the  majority of the
toxicity. As illustrated above, the power of the mass
                                                      6-2

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balance approach to detect small degrees of toxicity is    from the sample does not remove biologically non-avail-
better than for the correlation approach.                   able portions. An example of this situation may be the
                                                        alternative solvent extraction procedures which may re-
       When a portion of the toxicant is not biologically    move  a bound toxicant(s) sorbed  on  suspended solids
available and therefore does not contribute to toxicity,    with the solvent and is now toxic, yet it was not  toxic in the
care must be taken to assure that removal of the toxicant    unaltered sample.
                                                      6-3

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                                               Section 7
                                        Deletion  Approach
        In some situations, particularly  for industrial dis-
charges,  keeping the suspect toxicants  out of the waste
stream influent or effluent for short periods of time and
also conducting toxicity tests on the wastewater simulta-
neously may be practical. When this approach can be
used, it offers the most  convincing  evidence obtainable
that the suspect toxicants are the true  ones. Care must
be taken however,  that other substances are not  deleted
or that some characteristic such as pH  does not  change
also. If a researcher can  be  certain that all changes are
known, then this approach is definitive. Changes in the
toxicants with time are as much of a concern  here as in
any other approach. These can be handled  by the ap-
proaches outlined in earlier sections and the deletion
approach need  not  be  done repeatedly;  however,  if it
were practical  to do  so, it would certainly  be  effective. If
some samples do  not contain one or more suspect toxi-
cants, these effluent  samples can  be used to  the advan-
tage in confirmation in much the same way as intentional
deletions described in this section can be used to confirm
toxicity.
                                                     7-1

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                                              Section  8
                                    Additional Approaches
       This section mentions only a few of many steps
that can be used to further confirm the cause of toxicity.
The steps mentioned are mostly those that we have used
and found helpful and practical.

       The pH is  one of the most important effluent
characteristics that changes toxicity. The pH of POTW
effluents,  sediment  pore  or elutriate waters, and ambient
waters will almost always rise when they are exposed to
air, especially in the small test volumes used in TIE work.
Commonly, pH in  an  effluent sample at 25°C will .rise
from 7.1-7.3 to 8.3-8.5 during a 24 h period.  That pH
change is enough  to increase ammonia toxicity (based
on total ammonia) about three fold.  Such pH  changes
can destroy work for some purposes, but by regulating
these pH changes, the pH fluctuations can  be used  to
great  advantage  for other purposes.

       Phase II (EPA, 1993A) describes the use of pH
change to identify ammonia  toxicity. The toxicity of some
metals, hydrogen cyanide and hydrogen sulfide among
others, is altered by pH change. Other characteristics,
such  as hardness, can also be varied to  see if the
changes in toxicity follow  a predictable pattern. The
toxicity of some metals could be approached in this way.
Not all equilibria are as rapid as the ammonia equilibrium,
so the amount of time for equilibria to occur should  be
controlled  and standardized  (cf.,  Phase II; EPA, 1993A).
Various time . periods may have to elapse  before the
expected changes occur and this may differ with each
effluent. With the  improved methods of pH control de-
scribed in the Phase I documents (EPA, 1991; EPA,
1992), much more use can be made of pH  manipulation.

       Often chemicals in effluent samples  may not  be
biologically available,  and if they are not, then  they are
not likely to cause toxicity. They may be made biologi-
cally available through  some manipulation in Phase  I and
subsequently identified  in Phase II. Through confirma-
tion, the toxicity due to such a toxicant will  become
apparent when the correlation indicates a poor fit  (cf.,
Section  2). For many toxicants,  biological  availability can
be demonstrated by measuring  body  uptake. If the  con-
stituent of concern enters the body from the effluent, it is
certainly biologically available.  Exposure to pure com-
pounds may be necessary to establish which particular
organ should be evaluated for the toxicant. In acute metal
exposures using fish, most metals concentrate first in the
gills while non-polar organics concentrate  in fatty  tissues
such as the liver. When a chemical is metabolized by the
organism, a residue measurement for that compound is
not a valid measure of the lethal body burden because it
is unknown whether the metabolite  is  more of less toxic
than the parent compound. If the suspect toxicant has a
known mode of action, such as the acetylcholinesterase
inhibition produced  by  organophosphate  pesticides, this
exposure effect can be measured to  assess if toxic effects
conform  with the predicted effect.  The use of enzyme
blockers such as piperonyl butoxide (PBO) is also an aid
in confirming toxicity caused by specific classes of toxi-
cants (cf., Phase II;  EPA, 1993A).

        As additional steps are needed for confirming the
cause of toxicity, combinations of various Phase I and
Phase II procedures should always  be  used whenever
practical. When several results are combined and all
results are indicating the same type  of toxicant, the data
are more conclusive than when only one procedure yields
predicted  results.

        Total dissolved solids (TDS) are a common prob-
lem in certain areas of the country and for certain indus-
tries. TDS will not cause toxicity from osmotic stress (this
can easily be shown because their toxicity is not related to
osmotic pressure) but rather TDS acts as a set of specific
toxicants.  For toxicity caused by TDS,  the ratios and
concentrations  of the major cations and  anions can be
measured analytically. A similar mix of these major ions
can be  added to a  dilution water to see if the expected
toxicity  is present. By testing various mixtures,  the re-
searcher can ascertain  which of the  TDS components
contribute most to the toxicity.
                                                     8-7

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                                              Section  9
                                         Hidden  Toxicants
        In the previous section, references were made to
the problem of hidden toxicants. Essentially there are two
situations which may produce the problem of hidden
toxicants. The first situation occurs when  disparate  ratios
ofTUs of two toxicants are present in the effluent sample.
Since the effect concentration is measured by diluting the
effluent, when disparate ratios occur, the TUs of the
toxicant present in fewer TUs in 100% effluent are so low
at the effect diluent,  that its contribution if any,  is not
measurable. This problem exists whether the toxicants
are additive or non-additive. This situation generally will
not be encountered in effluents that have very slight
toxicity (i.e., effect  concentration 75% to 100%) because
little or no dilution is required to achieve the effect con-
centration. For those toxicants  present in  disparate ratios
in effluents with marginal toxicity, the chemical  present at
the low levels may be nontoxic even in 100% effluent.

        The  second situation where hidden  toxicant(s)
occurs is when the toxicants  are non-additive  or partially
additive in the effluent sample. These toxicants may
occur at approximately equal TUs or at disparate ratios of
TUs, as long as those present at lesser TUs are present
at 1  TU in the 100% effluent (cf., discussion of performing
correlation on these types of toxicants, contained  in
Section 2).

        If confirmation is being conducted for  both  acute
and  chronic toxicity or if acute  toxicity is  being  used as a
surrogate for chronic toxicity,  the acute to chronic ratio
must also be considered.  For example, consider an
effluent with toxicants A and  B for which the acute-to-
chronic ratios are 3 and 12, respectively and the TUs for
acute toxicity are 2 and 1 in an effluent sample  for A and
B, respectively. By definition,  1 acute TU (TU,) for toxi-
cant A equals 3 chronic TUs (TUo) and for B, 1 TU, = 12
TU,. In this example, the acute toxicity of the effluent will
be determined  by A and the chronic toxicity will  be
determined by B. If in  another situation, the acute-to-
chronic ratios for two  compounds were similar, then one
of the toxicants would determine the  effect concentration
for both acute and chronic toxicity. These  examples
illustrate the importance of acute-to-chronic  ratios for
non-additive toxicants. Acute-to-chronic  ratios  have spe-
cial importance for additive toxicants  when acute toxicity
is being used as a surrogate measure for chronic toxicity.
If acute toxicity is being used as a surrogate it must be
demonstrated that the cause of the acute toxicity is the
same as the  chronic toxicity. When acute toxicity is used
as a surrogate for chronic toxicity in Phases I and II,
interpretation of the results can easily be biased and
these considerations are  important.

        When a toxicant can be removed from the efflu-
ent and recovered, the identification of the presence of a
hidden toxicant is more readily known. For example, the
use of the C  SPE column may remove  hidden toxicants.
The toxicantjs) is recovered in the eluate  a&measured
both analytically and toxicologically. This type of hidden
toxicant may  be observed if ammonia is present at con-
centrations that could cause toxicity.  For example,  in an
effluent sample ammonia is present at 3 TUs. Ammonia
will not be removed by the  C  SPE column and yet an
additional 1.5 TU of a non-pofar organic toxicant is evi-
dent when the C  SPE eluate test is conducted.  If the
discharger applied remedial treatment they would be able
to  remove the ammonia toxicity yet the effluent would  still
be toxic. The same concept of hidden toxicants can be
found when toxicants  are removed by sublation which is
followed by recovery and concentration of toxicity (cf.,
Phase  I; EPA, 1991  A;  EPA,  1992). For example, sublation
can separate some surfactants,  resin  or fatty acids, and
polymers from such constituents as metals and ammonia.
Hydrogen sulfide can  be removed by a purge and trap
method, thereby separating it from other effluent constitu-
ents.

        Specific blockers of toxicity such  as  EDTA for
metals and PBO for organophosphates are  also useful in
establishing the cause of toxicity. The more specific  the
blocker, the  more  definitive are the results,  However,
present knowledge does not allow us to be certain that
compounds such  as EDTA do not also affect the toxicity
of other chemicals.  Use of two specific blockers such as
EDTA and sodium thiosulfate for copper, allows  more
definitive conclusions (cf., Phase I; EPA, 1992).

        Manipulating characteristics such as pH is  useful
but can easily mislead thinking. For example, if the efflu-
ent has ammonia toxicity,  the toxicity due to ammonia
should disappear if the pH is lowered  appropriately. These
results do not allow a conclusion that there are no hidden
                                                      9-I

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toxicants. If, however, the pH is lowered so as to eliminate
ammonia toxicity but the effluent toxicity exists or even
increases, then the  likelihood of a hidden toxicant is high.
Unfortunately a complication to this rationale is that the
toxicity expressed at the  lower pH may be totally artifac-
tual due to mechanisms of pH  adjustments.

        The best approach to find hidden toxicants is  to
first use, those methods that alter the effluent the  least,
can remove and  recover  removed hidden toxicants, and
are most specific for a few toxicants. This advice is most
applicable where the effort is to try to find out if some
specified type of toxicant is a hidden one, e.g., is there a
non-polar  organic as a  hidden toxicant.

        If,  however, the search is for any type of hidden
toxicant then every  conceivable  technique should  be used
that would help to distinguish  a hidden toxicant from the
suspect toxicant( Hidden toxicants are very hard to find
when  ammonia is the primary toxicant. Various tests used
to identify ammonia as the toxicant, i.e.,  use of the zeolite
resin, graduated pH tests and air-stripping (EPA,  1993A),
all have  a reasonable probability of changing the toxicity
of many other potential toxicants. For instance, it is known
that zeolite removes some non-polar organics and met-
als. Air-stripping (at pH 11) could also remove or destroy
many other chemicals as it often must be done for a
extended period of time  to achieve good ammonia re-
moval. The graduated pH  test  results  might also  implicate
a metal as a toxicant (EPA, 1993A).  If these tests were
conducted in  Phase II (EPA, 1993A) and the results
consistently indicated ammonia toxicity, these .data indi-
cate that there are no hidden toxicants. The required
characteristics for a hidden toxicant to behave exactly as
ammonia are very specific and  obtaining results like those
described above for a toxicant other than ammonia is
unlikely.
        If the hidden toxicant is additive with the suspect
toxicant but occurs in a disparate ratio, the confirmation
effort must first emphasize confirming the  cause of toxic-
ity (or remove the toxicity) of the primary toxicant. Then
toxicity from the hidden toxicant should be measurable.
The  probability a hidden toxicant that  has  additive toxicity
will not express its  toxicity  using several Phase I  or  Phase
II techniques is less than the probability that a non-
additive toxicant will express its toxicity using several of
the same techniques.

        If the remedial action for a  primary toxicant is
specific and  easy, such  as  a product substitution, the
search for  hidden toxicants perhaps should be done after
the remedial action  has reduced or eliminated the primary
toxicant  from  the effluent.  The remedial action (especially
if it is treatment) may  also eliminate the hidden toxicant(
What must be avoided if at  all possible,  is to  carry out
expensive remedial action  only to find that the  effluent is
still toxic.

        The problem of hidden toxicants is a major rea-
son a researcher should not accept the presence of toxic
concentrations of suspect toxicant as sufficient confirma-
tion (cf.,  Section 1). The presence of biologically unavail-
able  forms  (cf., Section 8)  is a compelling reason not to do
so.

        A  thorough  confirmation is  resources  well spent
in most  instances.  Non-additivity and disparate  ratios
complicated by non-availability occur too frequently  to by-
pass  confirmation.  Seasonal changes  or changes without
a pattern, in effluent toxicants are further reasons to
perform the confirmation over a  period  of time  to  assure
that the entire suite of toxicants has  been  found.
                                                      9-2

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                                            Section  10
                                           Conclusions
        Often the most laborious  and difficult  part of the
TIE is developing data to adequately establish the cause
of toxicity. In our experience, frequently the  suspect
cause of toxicity is  found without difficulty but  developing
a convincing case to prove that the suspect cause is the
true toxicant is the challenge.

        Especially for POTW plants, this confirmation
phase must be  performed over a considerable period of
time to be certain that  the cause of toxicity is  not chang-
ing. TIEs on POTWs and some industrial categories are
not likely  to be a one time event but will have to be
repeated as long as the inputs to the plant change. Our
current wastewater treatment plants were not designed to
remove specific chemicals, so there  is no reason to
expect that they will remove everything which they re-
ceive. Especially where the control  over  the influent is not
complete, as is the case with POTW plants,  a solid case
must be developed to  assure that the cause of toxicity is
not changing.
                                                    10-1

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                                             Section 11
                   When the Treatability Approach Has Been  Used
       As discussed in Phase I, two main approaches
may be used to remove a toxicity problem-toxicant iden-
tification and source control or treatability. Phases I and II
involve the first approach while treatability procedures
accompanied by toxicity testing are used  in the second
(EPA,  19898; EPA 1989C).

        In the second approach, treatment methods are
varied  to determine which will remove toxicity without
identifying  the specific toxicants. The treatability approach
requires as much  confirmation as the  toxicant  identifica-
tion  approach. Since the  treatability approach should
remove toxicity, the confirmation  procedures  are some-
what different.

        Repeat samples should be  tested  to ensure that
toxicity has been  successfully removed. This should  be
done over a sufficient length of time  to assure that the
range of conditions are included during  the confirmation
phase. Such events as seasonal  changes,  production
changes, storms, and intermittent operations all should
be included during the confirmation phase. Toxicity should
be consistently removed or appropriately reduced, as
required.  Either acute  or chronic toxicity removal can be
confirmed this  way.

       One must be absolutely sure that the toxicity to
resident species has  been  successfully removed. As has
been pointed out in Phases I  and II, the effluent constitu-
ents producing toxicity to  one species may not be the
same for other species. Toxicity  by  a given treatment
method may remove all toxicity for one species but not for
another. The species of concern  must be tested in the
effluent from the treatment method selected.  If chronic
toxicity is the concern, this testing may be more difficult
because chronic testing methods may  not be  available for
resident species.  In selected cases, symptoms may be
substituted for the usual endpoints of chronic tests but
their use would be case specific.
                                                    11-1

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                                             Section  12
                                             References
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Drummond, R.A., C.L. Russom, D.L. Geiger, and D.L.
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EPA.  1989C. Generalized Methodology  for Conducting
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EPA.  1989D. Methods for Aquatic  Toxicity  Identification
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EPA.  1989E. Short-Term Methods for  Estimating the
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EPA. 1991 A. Methods for Aquatic Toxicity Identification
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EPA. 1991  B. Sediment Toxicity Identification Evaluation:
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EPA. 1991 C.  Methods for Measuring  the Acute Toxicity of
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EPA.  1992. Toxicity  Identification Evaluation: Character-
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EPA.  1993A.  Methods  for Aquatic  Toxicity  Identification
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EPA.  1993B. Short-term Methods for Estimating the
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Norberg-King,  T.J.,  M. Lukasewycz,  and J. Jenson. 1989.
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